Big Sable Lighthouse Protection BID DOCS 21078_Part2.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 220000000334
- Issued by
- Grand Traverse County, Marlette City, Michigan
About this file
This document contains bid documents for the Big Sable Lighthouse Protection project, which is being managed by the Michigan Department of Natural Resources for Ludington State Park in Ludington, Michigan. The project involves the replacement of approximately 300 linear feet of sheet pile wall cap and the installation of 270 cubic yards of heavy riprap swale along the shoreline of Lake Michigan near the Big Sable Lighthouse. The bid documents include plan sheets, details, and specifications for the proposed construction work. This is an Invitation for Bid (IFB) opportunity, and bids are due by 2:00 PM on the bid due date as specified in the contract opportunity details.
The bid documents indicate that the contractor will be responsible for providing supplemental 3-6 ton armor stone and placing it via marine transport and construction methods. The contractor will also be responsible for protecting existing vegetation and features during construction and for complying with stormwater and erosion control requirements. The contract term and any renewal options are not specified in the provided information.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum 1 21078.pdf | ||
| Advertisment - Big Sable.pdf | ||
| Big Sable Lighthouse Protection BID DOCS 21078_Part1.pdf |
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Text version
BEGIN 300 LF SHEET PILE
WALL CAP REPLACEMENT
(BID ADDENDUM #1)
END 300 LF SHEET PILE
WALL CAP REPLACEMENT
(BID ADDENDUM #1)
END 100 LF SHEET PILE
WALL CAP REPLACEMENT
2 OF 2BEGIN 100 LF SHEET PILE
WALL CAP REPLACEMENT
PROPOSED 2-FOOT THICK
MDOT HEAVY RIPRAP SWALE
270 CY
BEGIN PROPOSED
RIPRAP SWALE
END PROPOSED
RIPRAP SWALE
SEE SHEET C2.0
FOR DETAILS
PLACE 300 TONS / 200 CYD SUPPLEMENTAL 3-6 TON ARMOR STONE (48"
MAXIMUM SIZE) DELIVERED AND PLACED VIA MARINE TRANSPORT AND
CONSTRUCTION METHOD
EXISTING ARMOR STONE AND CONCRETE DEBRIS
BENEATH PROPOSED SUPPLEMENTAL STONE
EXISTING BIG SABLE
LIGHTHOUSE
10' 10'
EX LOOKOUT TOWER
SF
SF
PROTECT EXISTING
VEGETATION (TYP)
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
PLACE SILT OR SNOW FENCE
AROUND EXISTING VEGETATION FOR
PROTECTION (TYP)
SF
SF
SF
SFSF
SF
SF
SF
LOD
LOD LOD
LODLODLOD
LOD
PROTECT EX. TREE
EX KEEPERS
QUARTERS585
590590
59559
60560
OWNER WILL REMOVE EXISTING
BOARDWALKS AS NECESSARY FOR
CONSTRUCTION - CONTRACTOR
SHALL PROVIDE 30 DAYS NOTICE
PRIOR TO CONSTRUCTION
STAGING AREA
350' SOUTH
SCALE:
40 80
1" = 40'
\\lan-pzcc-1\ \\lan-pzcc-1\LAN-DATA\Projects\MDTMB\2101486 Big Sable and Little Sable Lighthouse Protection\00_CAD\Design\Sheets\BS_Project Layout.dwg - 3/15/2022
BIG SABLE LIGHTHOUSE PROTECTION
LUDINGTON STATE PARK
LUDINGTON, MI
MICHIGAN DEPARTMENT OF
NATURAL RESOURCES 3/15/2022Project 2101486
Consultants
NO. DATE ISSUE/REVISION APP
1 10/29/2021 ISSUED FOR PERMIT CFG
2 4/20/2022 ISSUED FOR BID CFG
SOURCE:
1. Drone Survey-Horz. Datum State Plane NAD88 I.F.
Vert Datum NAVD88
OVERVIEW, PLAN, AND
SESC CONTROLS
C1.0
PLACE SNOW FENCE AS SAFETY
BARRIER TO SITE ACCESS FROM THE
NORTH
PRIOR TO BEGINNING CONSTRUCTION, PLACE
SNOW FENCE AROUND PERIMETER OF SITE.
MAINTAIN FENCE DURING CONSTRUCTION.
REMOVE FENCE AFTER CONSTRUCTION AND
RESTORATION IS COMPLETE
SESC NOTES:
1. SILT AND SNOW FENCE: INSPECT AFTER
RAINFALL & REMOVE ALL SEDIMENT WHEN IT
REACHES 50% OF CAPACITY.
2. CONTRACTOR RESPONSIBLE FOR ALL SESC
MAINTENANCE.
3. CONTRACTOR SHALL PREPARE AND SUBMIT
CONSTRUCTION SEQUENCE AND SESC PLAN
BEFORE CONSTRUCTION BEGINS.
4. CONTRACTOR IS RESPONSIBLE FOR $500 PER
DAY FINE AND ASSESMENT OF ACTUAL DAMAGE
COSTS ARISING FROM FAILURE TO COMPLY
WITH SESC PLAN AND STATE OF MICHIGAN
REGULATIONS.
5. CONTRACTOR SHALL INSTALL ALL SESC
MEASURES PRIOR TO BEGINNING
CONSTRUCTION. ALL TEMPORARY SESC
MEASURES SHALL BE INSPECTED DAILY AND
MAINTAINED BY THE CONTRACTOR.
TEMPORARY SESC MEASURES SHALL REMAIN IN
PLACE UNTIL CONSTRUCTION IS COMPLETE AND
APPROVED FOR REMOVAL BY
OWNER/ENGINEER.
6. CONTRACTOR SHALL SWEEP AND REMOVE
SAND TRACKED OFFSITE AS NECESSARY.
7. CONTRACTOR SHALL UTILIZE EXISTING PARKING
AREA NEAR VAULT TOILETS ON LIGHTHOUSE
ROAD APPROX. 350 FT SOUTH OF LIGHTHOUSE
FOR STAGING.
SITE FEATURES LEGEND:
LIMIT OF DISTURBANCE
SILT FENCE
RESTRICTED &
PROTECTED AREA
LOD
SF
1+00
0+00
585.23
584.75
585.17 584.91
584.64
584.28
584.62 584.45
585.37 584.97
585.15585.41
PROPOSED 2-FOOT THICK
MDOT HEAVY RIPRAP
(SEE RIPRAP SWALE SECTION
FOR FURTHER DETAILS)
EXISTING BACK OF
STEEL SHEET PILE
PROPOSED SUPPLEMENTAL
3-6 TON ARMOR STONE
(48" MAXIMUM SIZE)
EXISTING ARMOR STONE
BENEATH PROPOSED SUPPLEMENTAL STONE
PROPOSED RIPRAP
SWALE CENTERLINE 585
STA=0+25.65
STA=0+52.60
10' 10'
STA: 0+25.65
ELEV: 584.75
STA: 0+52.63
ELEV: 584.62
STA: 0+85.38
ELEV: 584.45
STA: 1+20.05
ELEV: 584.28 STA: 1+64.13
ELEV: 584.06
EXISTING GROUND AT
RIPRAP SWALE CENTERLINE
PROPOSED GRADE AT
RIPRAP SWALE CENTERLINE
0+00 0+25
4.
0+50
4.
0+75
4.
1+00
4.
1+25
4.
1+50
5.
0+00
5.
0+25
5.
0+50
5.
0+75
5.
1+00
5.
1+25
5.
1+50
0.5% 0.5% 0.5% 0.5%
SCALE:
10 20
1" = 10'
\\lan-pzcc-1\ \\lan-pzcc-1\LAN-DATA\Projects\MDTMB\2101486 Big Sable and Little Sable Lighthouse Protection\00_CAD\Design\Sheets\BS_Steel Pile - Plan&Profile.dwg - 10/20/2021
BIG SABLE LIGHTHOUSE PROTECTION
LUDINGTON STATE PARK
LUDINGTON, MI
MICHIGAN DEPARTMENT OF
NATURAL RESOURCES 3/15/2022Project 2101486
Consultants
NO. DATE ISSUE/REVISION APP
1 10/29/2021 ISSUED FOR PERMIT CFG
2 4/20/2022 ISSUED FOR BID CFG
SOURCE:
1. Drone Survey-Horz. Datum State Plane NAD88 I.F.
Vert Datum NAVD88 C1.1
HORZ.
1" = 10' VERT.
M
AT
C H
L
IN
E 1+
PLAN & PROFILE
SHEET 1 OF 2
2+00
3+
3+
582.58
583.81
583.16
584.09
582.53
584.72
583.62
584.53
583.01
582.72
583.33
582.51
PROPOSED SUPPLEMENTAL
3-6 TON ARMOR STONE
(48" MAXIMUM SIZE)
EXISTING ARMOR STONE
BENEATH PROPOSED
SUPPLEMENTAL STONE
PROPOSED 2-FOOT THICK
MDOT HEAVY RIPRAP
(SEE RIPRAP SWALE SECTION
FOR FURTHER DETAILS)
EXISTING BACK OF
STEEL SHEET PILE
PROPOSED RIPRAP
SWALE CENTERLINE
DEMOLISH 6 LF OF CONC. WALL
CONSTRUCT PROPOSED RIPRAP SWALE
BETWEEN EXISTING WALL BREAK
(GRADE MAINTAIN POSITIVE DRAINAGE)
(SEE SHEET C.20 FOR DETAILS)
STA=2+52.98 STA=2+81.47
STA=2+90.92
STA=2+96.02
INSTALL (3) DRAINS EVERY OTHER
CORRUGATION PER DETAIL
SHEET C2, FIELD LOCATE AND COORDINATE
DRAIN INVERT ELEVATION WITH ENGINEER
10' 10'
10'
STA: 1+64.13
ELEV: 584.06
EXISTING GROUND AT
RIPRAP SWALE CENTERLINE
PROPOSED GRADE AT
RIPRAP SWALE CENTERLINE
STA: 2+08.20
ELEV: 583.62 STA: 2+52.98
ELEV: 582.72
STA: 2+81.47
ELEV: 582.58
STA: 2+90.92
ELEV: 582.53
STA: 2+96.02
ELEV: 582.51
4.
1+50
3.
1+75
3.
2+00
3.
2+25
2.
2+50
2.
2+75 3+00
5.
1+50
5.
1+75
5.
2+00
5.
2+25
2.
2+50
4.
2+75
2.
3+00
1.0% 2.0% 0.5% 0.5% 0.4%
(MATCH EX. GRADE)
EXISTING CONCRETE WALL
(DEPTH UNKNOWN)
SCALE:
10 20
1" = 10'
\\lan-pzcc-1\ \\lan-pzcc-1\LAN-DATA\Projects\MDTMB\2101486 Big Sable and Little Sable Lighthouse Protection\00_CAD\Design\Sheets\BS_Steel Pile - Plan&Profile.dwg - 10/20/2021
BIG SABLE LIGHTHOUSE PROTECTION
LUDINGTON STATE PARK
LUDINGTON, MI
MICHIGAN DEPARTMENT OF
NATURAL RESOURCES 3/15/2022Project 2101486
Consultants
NO. DATE ISSUE/REVISION APP
1 10/29/2021 ISSUED FOR PERMIT CFG
2 4/20/2022 ISSUED FOR BID CFG
SOURCE:
1. Drone Survey-Horz. Datum State Plane NAD88 I.F.
Vert Datum NAVD88
PLAN & PROFILE
C1.2
HORZ.
1" = 10' VERT.
M
AT
C H
L
IN
E 1+
SHEET 2 OF 2
PROPOSED 2-FOOT THICK
MDOT HEAVY RIPRAP
EXISTING BACK OF
STEEL SHEET PILE
PROPOSED SUPPLEMENTAL
3-6 TON ARMOR STONE
(48" MAXIMUM SIZE)
PROPOSED BIG SABLE
LIGHTHOUSE BASELINE
EXISTING ARMOR STONE
BIG SABLE
LIGHTHOUSE
584 58
10'
PROPOSED SWALE
INVERT AND CENTERLINE
10'
EXISTING STEEL
SHEET PILE. REPLACE PILE CAP
(SEE LOCATIONS SHEET C1.0)
PROPOSED SUPPLEMENTAL
3-6 TON ARMOR STONE
1V:2H MAX SLOPE
DEPTH OF SHEET PILE
EMBEDMENT UNKNOWN
EXISTING ARMOR STONE
LAKE MICHIGAN
ELEVATION
581.06' (NAVD88)
9/31/21
PROPOSED 11OZ WOVEN
GEOTEXTILE FABRIC
PROPOSED 2-FOOT THICK MDOT HEAVY RIPRAP SWALE.
5.
10'
RIPRAP SWALE FLOWLINE
5'
TOP OF STONE SHALL BE FINAL PROPOSED GRADE. FILL STONE
VOIDS WITH SAND SPOILS. MATCH EXISTING GROUND. MAINTAIN
POSITIVE DRAINAGE TOWARDS SWALE OUTFALL
EXISTING GROUND AT
BIG SABLE LIGHTHOUSE BASELINE
EXISTING BIG SABLE
LIGHTHOUSE
10'
OHWM 580.50' IGLD85
(580.88' NAVD88)
5' TOTAL
DEPTH
-0+25 0+00
3.
0+25
5.
0+50
7.
0+75
7.
1+00
SCALE:
10 20
1" = 10'
\\lan-pzcc-1\ \\lan-pzcc-1\LAN-DATA\Projects\MDTMB\2101486 Big Sable and Little Sable Lighthouse Protection\00_CAD\Design\Sheets\BS_Section.dwg - 3/15/2022
BIG SABLE LIGHTHOUSE PROTECTION
LUDINGTON STATE PARK
LUDINGTON, MI
MICHIGAN DEPARTMENT OF
NATURAL RESOURCES 3/15/2022Project 2101486
Consultants
NO. DATE ISSUE/REVISION APP
1 10/29/2021 ISSUED FOR PERMIT CFG
2 4/20/2022 ISSUED FOR BID CFG
SOURCE:
1. Drone Survey-Horz. Datum State Plane NAD88 I.F.
Vert Datum NAVD88
SECTION
C1.3
SCALE: 1" = 10' VERT.
HORZ.
10'
10'
EX. CONC.
WALLS/BARRIERS
DEPTH AND EXTENT
OF EX. CONC. BARRIER
WALL UNKNOWN
SAWCUT APPROX. 10' (5' EA
WALL) OF CONC. WALL . CRUSH
AND REPURPOSE AS ARMOR
STONE
PROPOSED RIPRAP
SWALE
EX. BEACH
EX. SHORELINE
EX. CONC. WALLS/BARRIERS
EX. NATURAL
GROUND
10'
DEPTH AND EXTENT OF EX.
CONC. BARRIER WALL
UNKNOWN
2' THICK HEAVY RIPRAP
OVER 11OZ WOVEN
GEOTEXTILE FABRIC
SAWCUT APPROX. 10' (5' EA
WALL) OF CONC. WALL . CRUSH
AND REPURPOSE AS ARMOR
STONE
C2.1
\\lan-pzcc-1\ \\lan-pzcc-1\LAN-DATA\Projects\MDTMB\2101486 Big Sable and Little Sable Lighthouse Protection\00_CAD\Design\Sheets\BS_Details.dwg - 3/15/2022
BIG SABLE LIGHTHOUSE PROTECTION
LUDINGTON STATE PARK
LUDINGTON, MI
MICHIGAN DEPARTMENT OF
NATURAL RESOURCES 3/15/2022Project 2101486
Consultants
NO. DATE ISSUE/REVISION APP
1 10/29/2021 ISSUED FOR PERMIT CFG
2 4/20/2022 ISSUED FOR BID CFG
AS-BUILT FOUNDATION DETAIL
NOTE: EXISTING FOUNDATION IS BASED ON HISTORICAL RECORDS AND IS
INCLUDED FOR REFERENCE ONLY. CONTRACTOR TO FIELD VERIFY
LOCATIONS OF EXISTING STRUCTURE AND PROTECT DURING CONSTRUCTION.
EL=585' - EX. GROUND LEVEL
EL=587' - TOP OF EX. FOUNDATION
RIPRAP SWALE OUTLET - PLAN
NOT TO SCALE
RIPRAP SWALE OUTLET - SECTION
NOT TO SCALE
5" MAX (TYP)
FASTENER - MIN. NO. 10 GAGE WIRE
4 PER POST REQUIRED (TYP)
FILTER FABRIC
COMPACTED BACKFILL
UNDISTURBED GROUND LINE
FILTER FABRIC
18" MIN
(TYP)
2' MIN
6" MIN
6" MIN
FLOW
SILT FENCE DETAIL
SCALE: NTS
DETAILS
SHEET 1 OF 2
C2.2
\\lan-pzcc-1\ \\lan-pzcc-1\LAN-DATA\Projects\MDTMB\2101486 Big Sable and Little Sable Lighthouse Protection\00_CAD\Design\Sheets\BS_Details.dwg - 3/15/2022
BIG SABLE LIGHTHOUSE PROTECTION
LUDINGTON STATE PARK
LUDINGTON, MI
MICHIGAN DEPARTMENT OF
NATURAL RESOURCES 3/15/2022Project 2101486
Consultants
NO. DATE ISSUE/REVISION APP
1 10/29/2021 ISSUED FOR PERMIT CFG
2 4/20/2022 ISSUED FOR BID CFG
1/4"
TYP.
COMPACTED BACKFILL
STRUCTURAL
DETAILS
SHEET 2 OF 2
A C2.2
B C2.2
DRAIN - SECTION B
NOT TO SCALE
CAP PLATE CONNECTION - SECTION A
NOT TO SCALE
WATER SIDE
(ARMOR STONE
NOT SHOWN)
LOCATE CONNECTION
ANGLE OR PLATE EVERY 3RD
CORRUGATION OR LESSWIRE FABRIC, 1/8" S.S.
SHEET PILE WALL - PLAN VIEW
NOT TO SCALE
6" Ø
LAND SIDE
EXISTING STEEL SHEET PILE REPLACEMENT WALL CAP
CAP CHANNEL
EXISTING STEEL SHEET PILE
FIELD LOCATE AND COORDINATE
INVERT ELEVATION WITH ENGINEER
L2X2X1/4"
6" LENGTH
OR 2X1/4X6" ⅊
TYP.
GRADE
CAP CHANNEL
6" Ø
WIRE FABRIC, 1/8" S.S.
INSTALL DRAIN ONLY IN
LOCATIONS SHOWN ON
PLANS
INSTALL DRAIN ONLY IN
LOCATIONS SHOWN ON
PLANS
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